The Bending of Curved Pipes With Variable Wall Thickness
Author:
Affiliation:
1. Department of Strength and Stability of Pipelines, Scientific Research Institute of Natural Gases and Gas Technologies, VNIIGAZ, Russian Joint Stock Company “GAZPROM”, Moscow 142085, Russia
Abstract
Publisher
ASME International
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Link
http://asmedigitalcollection.asme.org/appliedmechanics/article-pdf/70/2/253/5470080/253_1.pdf
Reference6 articles.
1. Von Ka´rma´n, Th. , 1911, “U¨ber die Forma¨nderung du¨nnwandiger Rohre, insbesondere federnder Ausgleichrohre,” Z. Ver. Deut. Ing., 55, pp. 1889–1895.
2. Clark, R. A., and Reissner, E., 1951, “Bending of Curved Tubes,” Advances in Applied Mechanics, Vol. II, Academic Press, San Diego, pp. 93–122.
3. Cheng, D. H., and Thailer, H. J., 1968, “In-Plane Bending of Curved Circular Tubes,” J. Eng. Ind., 90(4), pp. 666–670.
4. Cheng, D. H., and Thailer, H. J., 1970, “On Bending of Curved Circular Tubes,” J. Eng. Ind., Series B, 92(1), pp. 62–66.
5. Cherniy, V. P. , 2001, “Effect of Curved Bar Properties on Bending of Curved Pipes,” ASME J. Appl. Mech., 68, pp. 650–655.
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1. Determination of critical angle of circumferential throughwall crack for structurally distorted 90° pipe bends under bending moment with and without internal pressure;Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications;2017-05-02
2. In-Plane Strain Solution of Stress and Defects of Tube Bending with Exponential Hardening Law;Mechanics Based Design of Structures and Machines;2012-07
3. Effect of ovality and variable wall thickness on collapse loads in pipe bends subjected to in-plane bending closing moment;Engineering Fracture Mechanics;2012-01
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